The URL can be used to link to this page

Home My WebLink About20140201 Ver 1_Application_20140227 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 12 13 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge No. 201 over Kerner's Mill Creek on SR 2667 (Hastings Hill Rd) 2b. County: Forsyth 2c. Nearest municipality / town: Winston-Salem 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4511 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 36.1163 Longitude: - 80.1462 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 2.9 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Kerner's Mill Creek 2b. Water Quality Classification of nearest receiving water: WS-III 2c. River basin: Yadkin-Pee Dee 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: SR 2667 (Hastings Hill Rd) is classified as a Rural Local Route in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity includes Forested Land, Agriculture, Low- to Mid- Density Residential, Commercial, Industrial, and Local Government. 3b. List the total estimated acreage of all existing wetlands on the property: 0.014 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 223 linear feet 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project consists of replacing the existing two-span, 60-foot long bridge with a one-span, 92.25-foot bridge on the existing alignment. Traffic will be maintained via off-site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Principal Investigator: Keven Duerr Agency/Consultant Company: Arcadis Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. September 18, 2009 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 1 P T Perm. Fill Bottomland Hardwood Forest Yes No Corps DWQ <0.01 Site 1 P T Mechanized Clearing Bottomland Hardwood Forest Yes No Corps DWQ <0.01 Site P T Yes No Corps DWQ Site P T Yes No Corps DWQ Site P T Yes No Corps DWQ Site P T Yes No Corps DWQ 2g. Total wetland impacts <0.01 ac Perm. 0 ac Temp. 2h. Comments: Prior to NCDOT construction, the City of Winston-Salem will be relocating their existing 16-inch water line that runs parallel to the road on the south side. This relocation will result in: 1) temporary wetland impacts due to trenching within the wetland in the southwest quadrant (same wetland as above) and 2) permanent stream impacts due to open-cutting and rip rap placement within Kerner's Mill Creek. The city will be acquiring a Nationwide Permit No. 12 for these impacts, which is separate from the Nationwide No. 12 NCDOT plans to use for utility impacts associated with the bridge replacement (see Section 3 below). The permanent stream impacts associated with the water line do not overlap with any NCDOT-related stream impacts. A portion of the city's temporary wetland impacts will overlap with the permanent fill/mechanized clearing impacts associated with NCDOT's work. However, since Winston-Salem will be performing construction first and will restore their temporary wetland impacts prior to NCDOT work, the permanent wetland impact/mechanized clearing by NCDOT in the area of overlap between the two projects still requires permitting. 5 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T Bank Stabilization Kerner's Mill Creek PER INT Corps DWQ 25-30 60 Site 1 P T Temp. Fill from Bank Stabilization Kerner's Mill Creek PER INT Corps DWQ 25-30 22 Site 1 P T Utility Removal Kerner's Mill Creek PER INT Corps DWQ 25-30 10 3h. Total stream and tributary impacts 60ft Perm. 32ft Temp. 3i. Comments: Utility removal includes removing two abandoned conduits laying through the stream. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P T O2 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 0 0 6i. Comments: 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new bridge will be longer than the existing one; An off-site detour will be employed; Stormwater runoff from the bridge will drain into two drainage structures at the end of the bridge, which will discharge into a pre-formed scour hole that will be installed at STA. -L- 17+98 RT; No deck drains will be required. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: No mitigation is required by USACE for the bank stabilization impacts; for DWR, permanent stream impacts are less than 150 linear ft; wetland impacts are less than 0.10 ac. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 8 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required:0 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 4 5 1 1 Co u n t y ( i e s ) : Fo r s y t h Page 1of 2 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su p p l e m e n t a l : No n e Pr i m a r y : Ke r n e r s M i l l C r e e k Ya d k i n - P e e D e e 12 - 9 4 - 1 2 - 2 - ( 0 . 3 ) er i g g s @ r k k . c o m Tw o l a n e s , e a c h 1 2 ' w i d e w i t h 4 ' p a v e d s h o u l d e r o n n o r t h s i d e a n d 8 . 5 ' p a v e d s h o u l d e r wi t h p o s s i b l e f u t u r e s i d e w a l k o n s o u t h s i d e . Tw o l a n e s , e a c h a p p r o x . 1 0 ' w i d e w i t h a p p r o x . 6 ' w i d e u n p a v e d s h o u l d e r s . N/ A NC D W Q S t r e a m I n d e x N o . : Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : B- 4 5 1 1 Co n t r a c t o r / D e s i g n e r : mc l a w s o n @ n c d o t . g o v Ra l e i g h , N C 2 7 6 9 9 - 1 5 9 0 Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 12/3/2013 90 0 R i d g e f i e l d D r i v e 15 9 0 M a i l S e r v i c e C e n t e r Su i t e 3 5 0 Ra l e i g h , N C 2 7 6 0 9 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Ma r s h a l l C l a w s o n Br i d g e R e p l a c e m e n t ac. Ge n e r a l P r o j e c t N a r r a t i v e : Th i s p r o j e c t i s r e p l a c i n g e x i s t i n g s t r u c t u r e # 2 0 1 o n S R 2 6 6 7 ( H a s t i n g s H i l l R o a d ) . T h e e x i s t i n g s t r u c t u r e i s a t w o s p a n ( 2 @ 3 0'-3"), prestressed concrete channel su p e r s t r u c t u r e , a p p r o x i m a t e l y 6 0 ' - 6 " l o n g . T h e p r o p o s e d b r i d g e i s a s i n g l e s p a n ( 1 @ 9 0 ' - 0 " ) , 3 3 " b o x b e a m s , a p p r o x i m a t e l y 9 0 - 0"' long. An offsite detour will be utilized du r i n g c o n s t r u c t i o n . N o d e c k d r a i n s w i l l b e r e q u i r e d . S t o r m w a t e r r u n o f f f r o m t h e b r i d g e w i l l d r a i n i n t o t w o d r a i n a g e s t r u c t u r es at the end of the bridge which will discharge into a p r e f o r m e d s c o u r h o l e . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 4,500 (2005) 0. 8 7 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . Ot h e r S t r e a m C l a s s i f i c a t i o n : RK & K E n g i n e e r s - E l e n i R i g g s , P E Ci t y / T o w n : 91 9 - 8 7 8 - 9 5 6 0 NC D O T H y d r a u l i c s U n i t Ad d r e s s : W i n s t o n - S a l e m 91 9 - 7 0 7 - 6 7 1 3 Fo r s y t h No No n e NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : W a t e r S u p p l y I I I ( W S - I I I ) Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e Su r r o u n d i n g L a n d U s e : Rural - Wooded 0. 1 8 9 m i l e s 8, 3 0 0 ( 2 0 3 0 ) 0.71 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t E x i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : (V e r s i o n 1 . 2 ; R e l e a s e d S e p t e m b e r 2 0 1 1 ) B- 4 5 1 1 Co u n t y ( i e s ) : Fo r s y t h Page 2of2 Sh e e t No . S t a t i o n En e r g y D i s s i p a t o r Ty p e R i p r a p T y p e Dr a i n a g e A r e a (a c ) Q10 (cfs)V10 (fps) * R e f e r t o t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , N C D O T S t a n d a r d D e t a i l s , t h e F e d e r a l H i g h w a y A d m in i s t r a t i o n ( F H W A ) H y d r a u l i c E n g i n e ering Circular No. 14 (HEC-14), Th i r d E d i t i o n , H y d r a u l i c D e s i g n o f E n e r g y D i s s i p a t o r s f o r C u l v e r ts a n d C h a n n e l s ( J u l y 2 0 0 6 ) , a s a p p l i c a b l e , f o r d e s i g n g u i d a n c e a n d c r i t e r i a . 4 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m 0. 1 0 Cl a s s ' B ' 0.5 Pr e f o r m e d S c o u r H o l e s a n d E n e r g y D i s s i p a t o r s Pi p e / S t r u c t u r e Di m e n s i o n s (in) Pi p e Co n v e y a n c e S t r u c t u r e Pr o j e c t / T I P N o . : PF S H L 1 7 + 9 8 R T 0.315 Ad d i t i o n a l C o m m e n t s Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ( 2 0 0 8 ) , N C D O T S t a n d a r d D e t a i l s , o r F H WA HE C - 1 4 ( J u l y 2 0 0 6 ) , b e e n m e t a n d v e r i f i e d , a s a p p l i c a b l e ? I f N o , p r o v i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m et. S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S YE S NO INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS VICINITY MAP OFF-SITE DETOUR 421 BUS 40 BRUCE PAYNE, PE TONY HOUSER, PE FORSYTH COUNTY BRIDGE 201 OVER A TRIBUTARY OF SALEM CREEK ON SR 2667 GRADING, DRAINAGE, PAVING, AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 DHV D T V = = = = = = 5868 8908 50 % % MPH ADT ADT 2014 2034 % * * TTST 1%DUAL 2% 0 0 0 PROFILE (HORIZONTAL) 38398.2.1 R/W, UTL BRZ-2667(1) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: DIVISION OF HIGHWAYS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-4511 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 12 / 13 / 2 0 1 3 R : \ H y d r a u li c s \ P E R M IT S _ E n v i o r n m e n t a l\ D r a w i n g s \ b 4 5 1 1 _ r d y _ t s h . d g n e r i g g s 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 4 5 1 1 D E P A R T MEN T O F TRAN SPORTA T IO N S T A TEOFNORT H CAR O LI N A 60 10 TOTAL LENGTH TIP PROJECT B-4511 = .197 MILES LENGTH OF STRUCTURE TIP PROJECT B-4511= .017 MILES LENGTH OF ROADWAY TIP PROJECT B-4511= .214 MILES 38398.1.1 BRZ-2657(1)P.E. 150 GUTHRIE O LD LI NVI L L E RD W est Mtn St H a s ting s H ill Rd Sedge Garden Rd Old W inston Rd Kernersville Rd City Limits Kernersville City Limits Walkertown 2012 STANDARD SPECIFICATIONS NOVEMBER 20, 2013 NOVEMBER 18, 2014 CLASS = RURAL FUNCTIONAL LOCAL SUBREGIONAL TIER Southern RRNorfolk 3 City Limits Winston-Salem END PROJECT B-4511 BEGIN PROJECT B-4511 THIS PROJECT IS WITHIN WINSTON-SALEM CITY LIMITS. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ??? SR 2377 SR 2377 SR 2 6 6 7 SR 2667 SR 2632 SR 2659 SR 2632 SR 4315 -L- POT STA 19+11.50 END BRIDGE -L- SR 2667 HASTINGS HILL RD TO WEST MOUNTAIN ST SA L E M C R E E K TO KERNERSVILLE RD -Y- SR 2825 GERRY DR I-40 B U S INE S S / U S 421 { { -L- POT STA 15+50.00 BEGIN TIP PROJECT B-4511 -L- POT STA 25+50.00 END TIP PROJECT B-4511 -Y- POC Sta. 17+50.00 BEGIN CONSTRUCTION -L- POT STA 18+21.50 BEGIN BRIDGE N AD 83/ 1995 8 7 2 .8 5 ’ EXISTING R/W 209.58’ 19 6 . 7 2 ’ 6 3 6 .6 7 ’ D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E W E R E A S E M E N T C IT Y O F W I N S T O N - S A L E M DRAINAGE EASEMENT U-2579G PERMANENT UTILITY EASEMENT U-2579G PERMANENT D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E WE R E A S E M E N T C IT Y O F W IN S T O N - S A L E M U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY UTILITY EASEMENT U-2579G DRAINAGE U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY 16" DI 19.72’ 8 7 2 .8 5 ’ 209.58’ 19 6 . 7 2 ’ 5 3 .2 5 ’ 6 3 6 .6 7 ’ 16" DI 16" DI WOODS WOODS WOODS D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E W E R E A S E M E N T C IT Y O F W I N S T O N - S A L E M D B 125 8 P G 98 4 30’ S ANIT A R Y S E WE R E AS E ME NT CIT Y OF WI NS T ON-S AL E M 3 0 " T YP E UN K N O WN 3 0 " T Y P E U N K N O W N 30" T YP E UN KN O W N W ABAND. AND ENDS EXPOSED LINES ARE CUT ABAND. LINES IN THIS AREA. AT&T HAS NO RECORD OF U/G LINES APPEAR ABANDONED AND 2-LINES ARE EXPOSED AT CREEK. EXPOSED AT CREEK CONC ENCASEMENT EXPOSED WOODS CITY OF WINSTON-SALEM WOODS WOODS G.P. SWISHER HEIRS G.P. SWISHER HEIRS CITY OF WINSTON-SALEM G.P. SWISHER HEIRS 20’ BST SR 2667 HASTINGS HILL RD DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 0 2 0 2 0 3 E X 8:1 8:1 06 05 04 0 3 0 1 0 0 0 1 0 2 8 :1 8 :1 E X 2 1 ’ +6. 61 0 2 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* ** * ** * ** * * WETLAND DENOTES FILL INFF SCALE: 1"=50’ SCALE: 1"=50’ SURFACE WATER IMPACTS IN IN SURFACE WATER TEMPORARY IMPACTS WETLAND FILL IN CLEARING MECHANIZED IN SURFACE WATER TEMPORARY IMPACTS SHEET 2 OF 6 PERMIT DRAWING $FILEL$ $(USERNAME)$ $DATE$ 15 2 0 2 5 -L- HASTINGS HILL RD (SR 2377) GRAU 350 TL-3 TYPE-III TYPE-III (SR 2377)-L- HASTINGS HILL RD GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 32’ BSTSR 2377 HASTINGS HILL RD F F F F F CC C C C C C F F F F F F F F F F F F F F F F F F F F C C C C C STRUCTURE EXCAVATION TYP PROP SBG 30.12’ 50.00’ 29.88’ 50.00’ 1 2 U S 421 / I-40 B U SINE SS { { { { z z z z z z S ALE M CR E E K -L- STA. 22+22.97, 549.14’ LT ELEV. = 815.90 369’ RT -BL- STA 20+64 BM #1 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12 / 13 / 2 0 1 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 4 5 1 1 _ H y d _ p r m _ p s h _ 0 4 . d g n e r i g g s 8 / 1 7 / 9 9 4B-4511 CC C C C F { S ALE M CR E E K -L- HASTINGS HILL RD (SR 2377) RC P - I V 15 " 2GI TB 2GI TB (2) ELBOWS 15" W/ PSH PREFORMED SCOUR HOLE (KEY-IN TO EXIST. BANK) BANK STABILIZATION 8 0 0 8 0 5 8 0 5 8 0 5 810 810 810 8 0 0 8 0 5 8 0 5 8 0 5 80 5 8 0 5 805 805 8 0 5 80 5 805805 805 805 8 1 0 8 1 0 810 810 810 810 810 810 810 810 810 810 810 810 810 810 8 1 0 810 81 5 815 8 15 815 815 815 815 8 1 5 815 8 2 0 820 82 0 8 2 0 82 0 8 2 5 8 2 5 825 8 2 5 8 3 0 8 3 0 8 30 8 3 0 8 3 5 8 3 5 83 5 835 8 3 5 8 4 0 84 0 84 0 84 0 8 45 84 5 845 8 4 5 8 4 5 850 8 5 0 855 8 5 5 860 8 6 0 86 5 870 8 7 5 8 8 0 8 7 2 .8 5 ’ EXISTING R/W 209.58’ 19 6 . 7 2 ’ 6 3 6 .6 7 ’ D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E W E R E A S E M E N T C IT Y O F W I N S T O N - S A L E M DRAINAGE EASEMENT U-2579G PERMANENT UTILITY EASEMENT U-2579G PERMANENT D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E WE R E A S E M E N T C IT Y O F W IN S T O N - S A L E M U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY UTILITY EASEMENT U-2579G DRAINAGE U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY U-2579G RIGHT OF WAY 16" DI 19.72’ 8 7 2 .8 5 ’ 209.58’ 19 6 . 7 2 ’ 5 3 .2 5 ’ 6 3 6 .6 7 ’ 16" DI 16" DI WOODS WOODS WOODS D B 12 5 8 P G 9 8 4 3 0 ’ S A N IT A R Y S E W E R E A S E M E N T C IT Y O F W I N S T O N - S A L E M D B 125 8 P G 98 4 30’ S ANIT A R Y S E WE R E AS E ME NT CIT Y OF WI NS T ON-S AL E M 3 0 " T YP E UN K N O WN 3 0 " T Y P E U N K N O W N 30" T YP E UN KN O W N W ABAND. AND ENDS EXPOSED LINES ARE CUT ABAND. LINES IN THIS AREA. AT&T HAS NO RECORD OF U/G LINES APPEAR ABANDONED AND 2-LINES ARE EXPOSED AT CREEK. EXPOSED AT CREEK CONC ENCASEMENT EXPOSED WOODS CITY OF WINSTON-SALEM WOODS WOODS G.P. SWISHER HEIRS G.P. SWISHER HEIRS CITY OF WINSTON-SALEM G.P. SWISHER HEIRS 20’ BST SR 2667 HASTINGS HILL RD 0 2 0 2 0 3 E X 8:1 8:1 06 05 04 0 3 0 1 0 0 0 1 0 2 8 :1 8 :1 E X 2 1 ’ +6. 61 0 2 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* ** * ** * ** * * WETLAND DENOTES FILL INFF SCALE: 1"=50’ SCALE: 1"=50’ SURFACE WATER IMPACTS IN IN SURFACE WATER TEMPORARY IMPACTS WETLAND FILL IN CLEARING MECHANIZED IN SURFACE WATER TEMPORARY IMPACTS SHEET 3 OF 6 PERMIT DRAWING $FILEL$ $(USERNAME)$ $DATE$ 15 2 0 2 5 -L- HASTINGS HILL RD (SR 2377) GRAU 350 TL-3 TYPE-III TYPE-III (SR 2377)-L- HASTINGS HILL RD GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 32’ BSTSR 2377 HASTINGS HILL RD F F F F F CC C C C C C F F F F F F F F F F F F F F F F F F F F C C C C C STRUCTURE EXCAVATION TYP PROP SBG 30.12’ 50.00’ 29.88’ 50.00’ 1 2 U S 421 / I-40 B U SINE SS { { { { z z z z z z S ALE M CR E E K -L- STA. 22+22.97, 549.14’ LT ELEV. = 815.90 369’ RT -BL- STA 20+64 BM #1 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 12 / 13 / 2 0 1 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 4 5 1 1 _ H y d _ p r m _ p s h _ 0 4 _ C O N . d g n e r i g g s 8 / 1 7 / 9 9 4B-4511 CC C C C F { S ALE M CR E E K -L- HASTINGS HILL RD (SR 2377) RC P - I V 15 " 2GI TB 2GI TB (2) ELBOWS 15" W/ PSH PREFORMED SCOUR HOLE (KEY-IN TO EXIST. BANK) BANK STABILIZATION 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 900 910 920 930 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 5B-4511 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 12 / 12 / 2 0 1 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 4 5 1 1 _ H y d _ p r m _ p s h _ p f l _ 0 5 . d g n e r i g g s SHEET 4 OF 6 PERMIT DRAWING - L - S T A 16 + 0 0 .0 0 E L E V = 8 1 3 .8 0 ’ B E G IN G R A D E B - 4 5 1 1 B E G IN B R ID G E - L - S T A 18 + 2 1 .5 0 E N D B R I D G E - L - S T A 19 + 11 .5 0 NEEDED MILLING AS 50’ INCIDENTAL (+)2.0018% K = 100 K = 100 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA FT DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = = - Y- S T A 18 + 9 3 .7 8 - L - S T A 2 2 + 9 1 .0 0 ELEV = 815.90’ -L- STA 22+22.97, 549.14’ LT 369’ RT -BL- STA 20+64.00 BM #1 PI = 17+75.00 EL = 812.38’ (-)0.8100% VC = 280’ PI = 22+15.00 EL = 821.19’ (+)2.0018% (+)7.9971% VC = 600’ -L- SR 2377 HASTINGS HILL RD SEE SHEET 4 FOR PLAN VIEW NOTES: - L - S T A 2 5 + 5 0 .0 0 E L E V = 8 4 7 .9 8 ’ E N D G R A D E B - 4 5 1 1 -Y5A- ON THE U-2579G PROJECT. IS GENERATED FROM THE PROPOSED GRADE -L- STA 19+30.00 TO -L- STA 25+50.00 NOTE: EXISTING GRADE ON -L-, FROM NWS 803.7’ 03/2013) (SURVEYED 803.7 03/2013 803.7 100 25 N.W.S. ELEVATION 2800 3600 100+ 813.2 812.16 811.9 2000 SHEET 5 OF 6 PERMIT DRAWING 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 60 6565 65 7070 70 7575 75 12 / 12 / 2 0 1 3 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i o r n m e n t a l \ D r a w i n g s \ B 4 5 1 1 _ H y d _ p r m _ x p l _ L . d g n e r i g g s 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 810 810 815 815 805 80516+00.00 810 810 815 815 820 820 805 80516+50.00 810 810 815 815 820 820 805 805 17+00.00 810 810 815 815 820 820 805 805 17+50.00 805 805 810 810 815 815 820 820 800 800 18+00.00 X-1B-4511 -L- 2.5 5 813.55 WETLANDS 813.22 0.0200.020 2: 1 2:1 813.07 2: 1 0.0200.020 2:1 813.03 2: 1 0.0200.020 4:1 813.07 2: 1 0.0200.020 4:1 Ha n d Ex i s t i n g E x i s t i n g Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 8 + 4 8 t o 1 8 + 8 9 B a n k S t a b i l i z a t i o n 0 . 0 1 < 0 . 0 1 6 0 2 2 1 1 8 + 5 8 t o 1 8 + 8 0 R T U t i l i t y R e m o v a l <0 . 0 1 1 0 1 1 5 + 9 0 t o 1 6 + 3 0 R T R o a d w a y < 0 . 0 1 < 0 . 0 1 TO T A L S : < 0 . 0 1 < 0 . 0 1 0 . 0 1 0 . 0 1 6 0 3 2 No t e s : Te m p o r a r y a n d P e r m a n e n t S u r f a c e W a t e r I m p a c t s a r e d u e t o B a n k S t a b i l i z a t i o n . Ut i l i t y R e m o v a l i n c l u d e s r e m o v i n g t h e t w o a b a n d o n e d c o n d u i t s l a y i n g t h r o u g h t h e s t r e a m . W a t e r l i n e w i l l b e a b a n d o n e d i n p l a c e . AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 6 o f 6 2 / 2 1 / 2 0 1 4 FORSYTH COUNTY NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S WB S - 3 8 3 9 8 . 1 . 1 ( B - 4 5 1 1 ) W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S